Effectiveness of rice husk ash-derived alkali activator in fresh, mechanical, and microstructure properties of geopolymer mortar at ambient temperature curing

被引:6
作者
Das, Shaswat Kumar [1 ,2 ]
Behera, Niranjan [3 ]
Patro, Sanjaya Kumar [3 ]
Mustakim, Syed Mohammed [4 ]
Suda, Yuya [1 ]
Leklou, Nordine [5 ]
机构
[1] Univ Ryukyus, Dept Civil Engn & Architecture, Nishihara, Okinawa, Japan
[2] Gron Tek Concrete & Res, Bhubaneswar, Odisha, India
[3] Veer Surendra Sai Univ Technol, Dept Civil Engn, Burla, Odisha, India
[4] CSIR Inst Minerals & Mat Technol, Ctr Waste Utilizat, Environm & Sustainabil Dept, Bhubaneswar, Odisha, India
[5] Nantes Univ, Ecole Cent Nantes, CNRS, GeM,UMR 6183, St Nazaire, France
关键词
Geopolymer; alkali-activated materials; rice husk ash; alternative alkali activator; microstructure and mechanical properties; SODIUM WATERGLASS; PERFORMANCE; SILICATE; NAOH;
D O I
10.1080/21650373.2023.2262465
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Conventional geopolymers are proven to be eco-friendly compared to Portland cement-based concrete (PC). However, the used alkali activator, i.e. sodium silicate is associated with high carbon emission and cost, making the geopolymers not really a sustainable alternative to PC. This experimental investigation was carried out to understand the potential of rice husk ash (RHA)-based alkali activator in the synthesis of fly ash-blast furnace slag (FA-GGBFS)-based geopolymers at ambient temperature. Three different concentrations of sodium hydroxide (by wt. %) solutions, i.e. 20%, 24%, and 27%, were used to synthesize an RHA-based alkali activator. A commercial-grade sodium silicate solution was used to compare the results of geopolymer mortars (GPM) with the prepared RHA-based alkali activator. Fresh, mechanical, and microstructural investigations were carried out for both the RHA and commercial-grade alkali activator-based FA-GGBFS GPM specimens. The compressive strength of RHA-based optimum GPM was found to be 41 MPa at 28 days of the curing period, which was close to the control sample made with the commercial activator; similar observations were found for the flow table test. Microstructural investigation (XRD and SEM) confirmed that the GPM prepared with the RHA-based alkali activator has a similar microstructure as the GPM with the commercial-grade alkali activator.
引用
收藏
页码:213 / 221
页数:9
相关论文
共 57 条
[1]   Influence of amorphous raw rice husk ash as precursor and curing condition on the performance of alkali activated concrete [J].
Alomayri, Thamer ;
Adesina, Adeyemi ;
Das, Shaswat .
CASE STUDIES IN CONSTRUCTION MATERIALS, 2021, 15
[2]   Energy and CO2 emission assessments of alkali-activated concrete and Ordinary Portland Cement concrete: A comparative analysis of different grades of concrete [J].
Alsalman, Ali ;
Assi, Lateef N. ;
Kareem, Rahman S. ;
Carter, Kealy ;
Ziehl, Paul .
CLEANER ENVIRONMENTAL SYSTEMS, 2021, 3 (03)
[3]  
[Anonymous], 2018, STANDARD SPECIFICATI
[4]   Enhancing the rheology and leachability of fly ash slurry using natural - synthetic mixed surfactant systemfor hydraulic stowing in underground mines [J].
Behera, Umakanta ;
Das, Shaswat Kumar ;
Mishra, Devi Prasad ;
Parhi, Pankaj Kumar ;
Das, Debadutta .
INTERNATIONAL JOURNAL OF COAL PREPARATION AND UTILIZATION, 2022, 42 (12) :3724-3744
[5]   Activation of Metakaolin/Slag Blends Using Alkaline Solutions Based on Chemically Modified Silica Fume and Rice Husk Ash [J].
Bernal, Susan A. ;
Rodriguez, Erich D. ;
de Gutierrez, Ruby Mejia ;
Provis, John L. ;
Delvasto, Silvio .
WASTE AND BIOMASS VALORIZATION, 2012, 3 (01) :99-108
[6]   Performance of refractory aluminosilicate particle/fiber-reinforced geopolymer composites [J].
Bernal, Susan A. ;
Bejarano, Julian ;
Garzon, Cristhian ;
Mejia de Gutierrez, Ruby ;
Delvasto, Silvio ;
Rodriguez, Erich D. .
COMPOSITES PART B-ENGINEERING, 2012, 43 (04) :1919-1928
[7]   Refluxed rice husk ash/NaOH suspension for preparing alkali activated binders [J].
Bouzon, N. ;
Paya, J. ;
Borrachero, M. V. ;
Soriano, L. ;
Tashima, M. M. ;
Monzo, J. .
MATERIALS LETTERS, 2014, 115 :72-74
[8]  
Bureau of Indian Standards, 1992, IS 13311-1
[9]  
Bureau of Indian Standards, 1984, 10890 IS
[10]  
Bureau of Indian Standards, 1991, IS 650